Artificial Intelligence in Soil Compaction Control #Sciencefather #Researcherawards

Introduction The evaluation of compaction quality in earthworks and pavements traditionally relies on density -based acceptance methods derived from laboratory Proctor tests . While effective, these methods are time-intensive, costly, and spatially limited. The lightweight dynamic cone penetrometer (LDCP) offers a rapid, on-site alternative capable of producing key indices such as 𝑞𝑑0 and 𝑞𝑑1. However, the reliability of LDCP data often depends on site-specific calibrations, restricting its general application. To overcome these challenges, this research introduces a supervised machine learning framework designed to predict LDCP indices directly from soil descriptors, thereby optimizing the process of compaction quality control and enhancing operational efficiency in geotechnical field applications. Methodological Framework The study employed a supervised machine learning framework integrating multiple predictive models to estimate the LDCP indices 𝑞𝑑0, 𝑞𝑑1, and 𝑍𝑐. The data...